EAGER STREET over CENTRAL BOOKING PARKING
Map
Coordinates:
+39.30000, -76.6166739°17'60" N, 76°37'00" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | EAGER STREET over CENTRAL BOOKING PARKING |
| Structure number: | 200000BC1502010 |
| Location: | 0.2 MI E OF GREENMOUNT AV |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 73.2 ft. [22.3 m] |
| Total length: | 76.1 ft. [23.2 m] |
| Roadway width between curbs: | 39.0 ft. [11.9 m] |
| Deck width edge-to-edge: | 69.6 ft. [21.2 m] |
| Vertical clearance below bridge: | 17.1 ft. [5.2 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1913 |
| Year reconstructed: | 1990 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,020 [as of 2007] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 98.4 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $10,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,227 [as of 1994] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 98.5 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $4,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 5,227 [as of 1988] |
| Deck condition: | Excellent [9 out of 9] |
| Superstructure condition: | Excellent [9 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 27.7 tons [25.2 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 93.6 |